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Home My WebLink About959 i I GENERAL NOTES PREPARED FOR THE ANDEN GROUP 31' 35" C/o W1I,T,TAItii PAUr,t ARCIItTF(:'t'S 1. All work shall be done in accordance with theselana the p City of 1 4766 PARK GRANADA Rancho Cucamonga Standards and the Standard Specifications for Public 9 31 SU}TF. 202 � � 0 Works Construction - current edition. Contractor shall be familiar CALABASAS PARK CA 91302 13 /6' /6' 22 /3' 'o, ' with and shall be responsible for adherence to these Standards and (213) 347-6555 2 ;gyp \ Specifications. 14 r �, 11 2 h 6 Zo � 2. All pipelines or sub,cructures of any kind, telephone or power poles, oIp Water meters, valves, fire hydrants, etc, shown or not shown on these W; ` 0 y' Z' % plans within the right-of-way limit 4 ArfiGgit'oU�uv � a, _ 9_ q �)� g y s or in adjacent areas where BASIS OF BEARING �� 1S M improvement work is to be done shall be removed, relocated or rotected in place as required at no cost to the City of Rancho Cucamonga. BEARINGS ARE BASED UPON THE CENTERLINE OF 16 fly WiLSON AVENUE BEARING N 89039138" IV E, AS SIION 9 �� 3. Any contractor performing work on this project shall familiarize him- ON TRACT 9591, 1148 1?6/89-90. `v self with the site and shall be solely responsible for any damage to �. existing facilities resultingdirectly r - y o indirectly from his opera BENCH MARK NO&77 8 3 17 18 19 I ` !,¢�_Z /thy o ter____° 8 � tions, whether or. not such facilities are shown on these plans. �- ng CIRCLE ON TOP OF HIGH CURB SOUTIIR.AST SEE SHEET 4 for. CIG FD. S.B.Co. BA4 #I3-265 CONCRETE NAIL IN PAINTED "� V �----- -�---•- 3� 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering 1 �--- , CORNER HILLSIDE ROAD AND HERMOSA AVENUE. R W C_--- ' ..� 4 Department prior to any encroachment or construction within City of ELEVATION = 1860.561 7 = 5AAM8LEWOOD DRIVE Lam._. 1 Rancho Cucamonga easement or right-of-way. � � W o ? 5. All grade stakes shall be set by the Contractor or Engineer. Paving fi N = 27 0() stakes shall be set at all hinge points, edge of pavement points 1 3' A.C. ON 4' BASE 2 Within 0.01 foot of sub-grade elevation and at not more than 50 foot UTILITIES —�-��- intervals. Additional paving stakes may be required by City Engineer Gi UlTYPICAL SECTION HILLSIDE ROAD T.1. ■ 6 as needed at warped or vertical curve areas. CONTACT THE FOLLOWING, AS REQUiRED, 48 HOURS PRIOR TO ,�j � 26 21 V ' EXCAVATION: E S EET 4 a J STA. 13 + 28 . 67 TO STA. 15 + 43 . 67 r3-V19ZUE 'GG 4 a b. All sewer, water, electric, gas, phone or other utility laterals, SAN HERNARDiNO COUNTY FLOOD gAYTREI" Z W W stains, or crossings shall be constructed prior to paving. CON'T'ROL DISTRICT COUP s 25 220 7. Compaction tests of- embankment construction, trench backfill, com- 825 EAST THIRD STREET %0 W cc 7 W pacting original ground and all sub-grades shall be performed at no SAN B1:RNARnINO CA 92415 , , , , , , , , , , , , , , , , , (714) 383-1634 32 � H - cost to the City of Rancho Cucamonga. A written report with these m ! 5• - compaction tests shall be submitted to the City Engineer for approval ' 4c GENERAL TEprior to the placement of base materials and/or surfacing. i,T:PIIONE . . . . . . . . , , , , , , , , , , , , , (800) 422-4132 1 z.4 2� � 15� 25� h ' E HEFT 2 W 8. At the completion of paving, a materials report shall be submitted to I ' h k the City Engineer. Lising all tests or determinations completed to FOR UNDrRGROT WD SERWCE: 13' !8' Z2' �lo� !3 J verify stability oil content and Gradation of asphalt Paving SOUTHERN CALIFORNIA GAS COMPANY 9. Prior to installation of any Paving, a materials report shall be ' 2191 EAST BIRCH STREET f- -- -- --- - --- STORM DRAIN SEE tAEET d ( Q W� �►. v�� submitted to the City Engineer. Listing all tests or determinations r31t1:A CA 92fi21 , , , , , , , , , , , , , , , , , , , , , (714) 52.1-2889 J J 17 16 J h w 5`v W completed to verify: . sieve analysis and sand equivalent of . . . . . . . . . . . . . . . . . . . . . . . . . . . (714) 529--71170 / / INDEX MAP 9� �•- �_ --- 9' a °� aggregate base. SCALE:1"•200' Z:1 //� Qt�4, ('l1C`.AMONGA COUNTY WATER DISTRICT ---r�,� W 10. Paving shall be performed in accordance with R-Value and Pavement tests 96-11 SAN 131:1tNARDINO ROAD - !� 63" 4 2:1 taken to determine structural sections (prior to final plan approval) RANC110 CUCAMONGA CA 91730 . . . . . . . . . . . . . (7 1-1) 987 259 tt N rzia Y4 fr. 11. When improvements are to be Placed on native soil which consists I 1.4' 7° 12�� of a rocky material, the sub-grade shall be prepared by removing all rocks 7 4 which protrude above the sub-grade aad all voids SOILS ENGINEER or depressions shall, be filled with a fine grade material of a quality better than the natives LEIGHTON AND ASSOCIATES TIL material. 667 BREA CANYON ROAD/SUrrE 31 ESTIMATE OF QUANTITIES 12 If the asphalt concrete is to be placed on sub-grade, a soils sterilant %VALNU'r CA 91789 . . . . . . . . . . . . . .�. . . . . . . . . . (714) 589-2856 � registered b the E P. CONSTRUCTION NOTES 3- A.C. ON 4• BASE g y A. for use under A.C. and P.C.C. shall be uniformly --- -------- TRACT It1046 applied at the manufacturer's recommended rate for the full pavement 1 T CONS'I'RUC'1' AC PAVEMENT AND AGGREGATE BASE PER TYPICAL STA, 15+53 TO 16+44 ONLY S 1 RLI,r lAll'ROV1:M1;N'1S width prior to paving. SECTIONS ON SIIL'1's'1' l ITEM DESCRIPTION U NTITY UNIT TYPICAL SECTION i l R A _ _ HILLSIDE L S i D E ROAD T.I.■a 13. Estimate of quantities is provided by the EnginLer onlyfor the con 2 CONS'rRUC'C 8" PCC CURB AND 24" GUTTER PER S'T'ANDARD #303 venience of the developer, the contractor shall make his own deter- 3 C014STRUCT PCC DRIVE' APPROACH PER STANDARD #'s 813 do 305 1 0.25' AC PAVI;11lEN'1' (1,320 TON) 71,3GU SF STA. t 5+5 3.1 7 TO STA. 1 9+9 3.t R- VRLUE • GG mination of construction quantities before submiting a bid. Any 4 CONST1lUCT PCC SIDEWALK AND HANDICAP RAMP PER STANDARD2 0.33' AGBASE' (1,630 TON) 71,360 SF item of work required by these plans which is no specifically listed in the estimate of quantities shall be considered`,as included #310 (5' WIDE ON HILLSIDE ROAD) 3 0.33' AC PAVEMENT HILLSIDE ROAD (440 TON) 189100 SF in the other items of work. 5 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER STANDARD 4 0.33' AGGREGATE: BAST' HILLSIDE ROAD (410 'TON) 18,100 SF # 308 (INCLUDING CURB) 5 8" PCC CURB AND 24" GU'1"rl:R PER STANDARD 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 &_CONSTRUC'I` PAVEMENT '1'RANSI'TION PCR STANDARD # 406 #3024 i ,820 LF g_ � shall be constructed at each intersection.`T 0—INsTALL 2" x 4" REDWOOD 11E:ADI:It ATEDGE OF PAVEMENT 6 PCC DRIVE APPROACH PER STANDARD #'s 813 0• 15. City approval of plans does not relieve the developer frog res;onsibility &—REAIOVE EXISTING PAVL'I14CN'C AND 305 19400 SF for the correction of error and omission discovered during construction. 7 PCC SIDEWALK AND RAMP PER STANDARD Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. (2)-JOIN EXIS'T'ING PAVEA4EN'I' dlc FIaA'1'ILCR FOR S11•i00'rli JOIN #310 8,510 St Q 30 , . 1 U REMOVE EXISTING TREE 8 PCC CROSS GU'1"I'I:lt AND SPANDREL Pl:lt 16. Work site and exterior streets shall be in a, neat, clean, hazard free, i @—ToP EXISTING EUCALYPTUS 'rREI:S A'r 30' AND TRIM UP 'TO 15' STANDARD #308 (INCLUDING CURB) 608 SF orderly state, throughout construction. Site shall be cleaned upon @—RECONSTRUCT AC DRIVEWAY TO EXISTING DRIVEWAY WID'CII 9 REDWOOD III:ADEIR AT EDGE OF PAVI:NIE.NT 310 LF /Z � /8' �� /8, /Z� request of the inspector. i 3 LAC1l ,, , 10 RE-MOVE EXISTING ING PAVE11 ENT 157600 SF 55 13 RELOCATE EXISTING UTILITY BY OTHERS , , ,, 11 EXIST ING TREE RiIMOVAL 13 EA �4"PE ,� 0FT Z.I r. Ip0.0 1/4"rE f 2:! 14 It`lS'1'AI.[. 580{1 LUMEN S'rRL'L'1' L1GEI'CS 12 TOP EXISTING EUCAI.YP'CUS 'TRI:I:S AT 30' AND TRIM UP 'r0 '~� s� LEVEL_ LINE � PRIVATE ENGINEER'S NOTICE TO CONTRACTORS @___ INSTALL SIRE-FT SIGNS PER STANDARD NOS. 401 AND 402 15' 8 EA oto �r �� C �g'� , CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI B I L I TY 1G CONSTRUCT 8 PCC CURB AND 24 GU'I`T'ER PER S'T'ANDARD 13 Rl'sCONSTRUCT AC DRIV};IVAY TO EXISTING DRIVEWAY WIDT11 420 SF 4 a �' 1"° /699 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TRIS PRQJECT NO. 302. '1'O I3li PAID FOR BY 'CITE' C1'1'Y OF RANCHO CUCAMONGA FROM S'T'ATION 16+43.89 '1'0 STATION 19+93.11 14 5800 LU M T:N SI'R!IE'T LIGHTS TS 14 EA INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL �• PER •, 15 STIZi?l:'}' SiGNS Pl;1l S'rANDARD #'s 401 AND 402 11 EA ! APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 17 CONSTRUCT R UC C CORII11UN1 rY •rRAII, I,lilt S I A NDARA NO. 1003 ,, Z 2 THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER (EXTRUDED CONC,RI:CL FENCE BOTH SIDES) 16 PARKWAY uu-,'S PE'll STANDARD #602 9G EA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WiTH 18 CONSTRUCTEX'T'RUDED CONCRETE FENCE PI3R STANDARD 17 ►� THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING !s AL 131-NIM LC NO. 1010 3' A.C. ON 4' BASE FROM THE SOLE NEGLIGENCE OF T11E OWNER OR THE ENGINEER. THE EXISTENCE AND C 19 CONSTRUCT VEIIICLE GATE PER STANDARD NO. 1006 TYPICAL SECTION 60' RAW T•1•15 APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE EVENING CANYON WAY R - 76 A10 slo [OT[INEs/G CONTRACTOR SHALL POTHOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO 2U CONS'T'RUCT EQUESTRIAN 'TRAIL DRIVEWAY APPROACH PER BRaMBLEw000 DRIVE #05• 78 STANDARD NOS. 305 AND 813 BAYTREE COURT A, GG VERIFY EXACT LOCATION OF SAID UTILITIES. TO THE BEST OF OUR KNOWLEDGE, " STUE1•IALK 10 BE WIS 112UC1E0 WILY THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURE EXCEPT AS SHOWN 21 CONS'1'RUC'r 8" AC BER11Z PER STANDARD NO. 313 Otl WEST SIDE or UEN[plc CMIYo11 ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY uAY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER 22 CpN5t12uCT V 1Nl,b� S1 flr~w�l u< PER CAIN srD• n1D. l03 UTILITIES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. STORM DRAiN - CONSTRUCTiON NOTES & ESTIMATE- OF QUANTITIES TD/N £X(ST"/N,6j S/DEW R[.K -'-rH ff FU LL. 1N1 D 77 31 CONSTRUCT 33" RCP 1,350 D 363 I,F ,40' OF' PROPERTY/ — PM7'2010-01.1091ROW2610-00732 q'IN/ --- 11011 CONS'T'RUCT 30" RCP 1 250 D 398 LF � •� � 0 N� REV/5105 D5 � 32 , 0 ac �- i PROJECTSITE. „ �°� Z HILLSIDE ROAD 33 CONSTRUST 24 RCP 1,500 D 36 1,17 30' 0' DESCRIPTION OF REVISION DATE APPROVED r 34 CONSTRUCT 18" RCP 11500 D 70 LF 35 CONSTRUCT �IANIYiOLB 'At PER STANDARD NO. 510 MODIFIED 2 R to � � 24' Ilk CITY OF RANCHO CUCAMONGA i aE 36 CONSTRUCT CONCRETE: COLLAR P17,11 DETAiLS 2 EA FUrUQE N W K= WILSON AV PLAN UE 37 CONSTRUCT JUNCTION STRUC'E'UEti? 'A' P1?It S'T'ANDARD NO. 508 2 T;A /2' / / �o !2 A D PROFILE F. W i z 38 CONSTRUCT CATCH BASIN NO.1, W=7' PER STANDARD 140. 502 � � OR/6�iVA[ F - ; ; Wi'T H LOCAL DL'.PRESSiON PE.R STANDARI? NO. 518 2 EA 0 1�oRoUNo c STREET & STORM DRAIN IMPROVEMENT PLANS < 19TH 8TREET < Z�1 �'� f'E 000 Fr Z:l c Z , ' R STANDARD NO 502 'P'`�r 10 16 EVEL L!NE 114 39 CONSTRUCT CATCH BASIN NO. l W=4 PER �__ -� WITH LOCAL, DEPRESSION PE�.R STANDARD NO. 518 2 EA �0 � � < > �...�-- 2! TRACT NO. 10046 _ = O ,, 2 GRATES P T'R STANDARD ' Or fI/6 EiYDUrVR 699 40 CONSTRUCT CATCH BASIN NO. 4, iru AaELIffE AVENUE NO. 505 WITH H LOCAL DL1 RI.SSiON PL11 STANDARD NO. 518 2 EA z-� 2 X I APPROVED BY D A T E k_-__ZT:_9F < < 41 CONSTRUCT 24" CST' 16 GA 43 LF ( -•I I CITY ENGINEE _ _ _ _- .._ R.C.E.140.23889 42 CONSTRUCT PIPE INLET TYPE OMPI PER CALTRATIS STANDARD D75 1 EA LJ DESIGN JK ROMENDED .�••a.c.oN4•'BgSE C P LANGE ENGINEERS s VICINITY MAP 43 CONSTRUCT BRICK ANT)_MQT?'('AR_PT,UG_ .1 SA , NOT TO SCALE 44 CONSTRUCT JUNCTION STRUCTURE "13" PER STD. 509 1 EA TYPICAL SECTION BRiARTREE PLACE T.i.■5 -V�OLUE= 77 DRAWN 84 WEST H STREET �+ AND A. 91786 SHEET is 7 ) -9919 1 OF 6 CHECKED . E.NO.t6212 DRAWING NO. DATE FILE NO. 959 I I --A.,T-1, 7 1! Tv 7 t 4 f 7' j Ilk N ..... ............ ....... ...... ............. ................ .......... --- f I 4 ....... ....... 4 .....f....... ...... 4 t -4 ........ r ......- - . ......... ....... ........ ... ..... ....... .... .. .... ... j....... ...... ...... N li f B 'C 1 4. t FD*. S'S.00. BMf8-2G5' CQNC * NAIta ... .... ... ... ... .. .... .. .... .... NT'ED' CIOC�E ON: TOP OF ,.HIOH A Sake HILLSIDE ROAD- 4 ' ..... ......... t ...... 4 .... .........4......... 4 ... .... + & ELEV; 1860.515 1 ) A. ...... ..... . ....... .......... ........ 0 It J .. ....... v,_....... .... ...... 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L...... ......... 4 t 4 V-G. a .... ..... ------- vpf Y2.76 T)V6 15 60AIo 4 .... ....... ................. _+7... ... ;.. * 1 0 �;Wm6p wo lvrrE .. . .......... .... ... ....... ........ f...... ...... ...... 77RAC IZ-58 4 ....... ....... ...... PrR�OFOSED t .......j. . .... ... ...... ......... ...... PER ............. ......... .......... ................ ....... ........ ...... ....... ......... t t...... ..... ......... 146 f ....... .......... ...... ...... (4,4 ............. 140 ... .....I....... t ................ ......... ...... .... ... f .......... ...... ......... ....... ......... -----........ ...... ...... ......f ........ ........ .......... ...... ; L.......I...... ......... 9 4 .... ....... ........ ............. ......: I . - - .,+ t t t .1.1 ............ ................. t t 4t a ........ ...................... ... ...................I. ......... 4 4 1..... 94L ................. t-3 uu 10 .............. .... .... ....... ...... a. ......... ....... 4........t...... 4...... .......L........ t hB 7 1 4 vpl 34.6f) 1 4 'T...... CD .... ... ... ...... ....... --- 4r a...... ...... . .....�- a� i....... a-- ...... t - .-j Cl .4� .........I......... ........ + + ......t 1740 4 4. -------- 46 a .... ....... At .. .. ...... ...... .......t......f 4 4 .4, A .....- ------ 4 t ....... t ....... ...................... ........ ............... ............. ........ ....... 4... .... ........t........ IL9 SCALE .1......... 6 .... +* I .......I........ .......1 *.�_�... .......4..... ......... .... ....... .6............*. ....... .,:. .............4....... -1-------- I - 4 ......4. ........... a........t ......._1...... ...... ........ ...... ... ..... z 'HORI + 1 *x40" .......... .. ..... ........ 44......... t t -4 + - j a12 13 14 is 16 17 18 19 20 21 22 lu SEE SHEET 3 r#/,l P0 TIM rO 8 CON6 rF ZIC TED 7 NOTE: SEE STORM DRAIN PLAN SHEET 6 FOR UNDERGROUND UTILITIES TRACT 10046 W117R QPfe0VED A11ZISIDERORD SEE SHEET 5 t,49N(04TED Z-3-84.) 95 P-4,er ac IOLTR 10AIR CRAAfAIEL PIRN5 life-IVIEE T &0,F ro OR 6rORM D41A1 PL nN Z cc ct 476 0 rA 39 -40" SCALE: I W z*No Qi* cc C-� im 14 k AA j f%)4. s E E i war r a oF a mr.c. Prz #/Zz.51DF zo-ov OMq#r A f* 16 18' 1 hn FOR 5TORM DRl?11V PLRIV 23 24 7 qsI N 95 r1l T.e/w e,r rtqc r-q-*78 9.77 I&C DE T IL 'LOW at.;*7 E'X/15r ? r . ...... -7- PF -RRA' ............ ;� *.9, 1 m - , - -__-If----------------- 4/ 7 f R CE I lw z EX151 P.C. FOR FORMING .......... 25 -.4 4 90-38, `;j 28 27 If K cs li C3 Ic I-ci ke et Ira k V)4D Lo -14 r-tA I-L I IDrt4 rDltJ 67XIS77A167 51DE-WA Lk 7 Ilk oFPR6.?E7RTY -Pf77T_2_01b- 01 8 & ADDED E474/,F5)rfiF/,PN MR& DIVY 6TRA5 CONSTRUCTION NOTES lc� �g Z Z RCLOCR74CD 5 T I f. 5 1 MIN fRol%f 8 c R DAI Y VIL o AGGREGATE BASE PER TYPICAL DESCRIPTION OF REVISION DATE CIT CONSTRUCT AC PAVE K NIT A'Tr Y SECTIONS ON SHEET 1 Z APPROVED \01 4 more., RecovsrRucr PER cowturno 1vorn5 om 04 CONSTRUCT 811 PCC CURB AND 2411 GUTTER PER STANDARD #303 01 * it)c PROVIDE MRRKERS +(�� A9PPROVEO AlILLSIDE RORD PtON OPTED 0-3-64 L CITY OF RANCHO CUCAMONGA PER 67D.406 CONSTRUCT PCC DRIVE APPROACH PER STANDARD #Is 813 & 305 41 Aj k, 5 FnRT OFQLToq LOMR C1417MIYEL PigVS PLAN AND PROFILE � 4 CONSTRUCT PCC SIDEIVALK AND HANDICAP RAMP PER STANDARD SEE SHEET 6 i_k 1.44 #310 (51 WIDE' ON HILLSIDE.' ROAD) HILLSIDE ROAD TRACT 10047 s E F_ ,y E,F r r. oc ov CONs,rRUCT PCC CROSS GUTTErt AND SPANDREL PER tTA NDARD 308 (INCLUDING CURB) COR 5 rOk M DRq W RZ AI EX16T. f/w TRACT NO. 10046 FROM STA.15#43.67 TO STA.10*03.11 @-CONSTRUCT PAVE MENT TRANSITION PER STANDARD # 406 Akho r D R.4fto ArR. -INSTALL 211 x 41' REDWOOD HEADER AT EDGE OF PAVEMENT TRACT NO.10047 FROM STA.13#28.07 TO STA.18#43.80 ,R PERSTANDARD co CONSTRUCT 811 PCC CURB AND 24" GUTTE REMOVE EXISTING PAVE MENT NO. 302. TO BE PAID FOR BY THE CITI Y OF RANCHO CUCAMONGA TRPER 1?"ANIAF 6MA4r FROM STATION 16+43-89 TO STATION 19+93-11 APPROVED BY DATE _,*A G)-JOIN EXISTING PAVEMENT & FEATITER FOR SMOOTH JOIN CITV ENGINEER R.C.E.N 0.2 3 8 8 9 REMOVE EXISTING TREE 107 CONSTRUCT COMMUNITY TRAIL PER STANDARD NO. 10n3 Tv r- HILL51D.E R09D 'N C E B OTI I (EXTRUDED CONCRETE FE S I D E S) DESIGN m NOED 0-TOP EXISTING E-UCAL"PTUS TREES AT 301 AND TRIM UP TO 151 TE FENCE7 PER STANDARD CURVE DATA JK 9 CONSTRUCT EXTRUDED CONCRE C P LANGE ENGINEERS STA. 15+43.67 vil#WIWI IFF04 &-RECONSTRUCT AC DRI/EWAY TO EXISTING DRIVEWAY IVIDTIT PAVEMENT DETAIL AT (3 EACH) NO. 1010 84 4WEST H STREET tj 0 DELTA RADIUS LENGTH TANGEN ND SCALE 1* 20' 1 SHEET -CONSTRUCT VEIITCLE GATE PER STANDARD NO. 1006 ic 411. Zj.00 4 2.41 27-00' 14 4 9919 2 OF @-RELOCATE EXISTING UTILTTY BY OTHERS cl!�l :7 '90000' 00" I ro CONSTRUCT EQUESTRIAN TRATI, DRIVEWAY APPROACH PER 13 810Z1,561, Z7.00' 42. 11 2.6.70 *C.E.NO. INSTALL 5800 LUMEN STREET LIGHTS STANDARD NOS. 305 AND 8"13 D_R I q_Y 24 89"20'44" 27-00 1 42. 10' Z10.6 9 CHECKED AV DRAWING NO. I DATE . 5 INSTALL STREET SIGNS PER STANDARD NOS. 401 AND 402 _coNs-rkucT' (o' WlDE: -51CCWAf_l< Pmcrrys-M-1--b. 103 /0' 251 c?60 391 b 27-00' 42.7Z 27-31 FILE NO. 959 V rA r w6 -4 ".Ci AJ I � __ . - - -- I -__________----.,--------- _.I--_.--- __-___-,�_____, _____---,-------- .--, , _ -__I-� __ � -�." - .1 -- - �,-- ,�. -,----- ,-__�, I I I ,I-- ,� -- ,�----- .I- --1 _____-1-_- . I -I �, �.-_ �.�__, - - -_ �___ I ,- I I I—-I�- � - � _____ -- _--_____I I-1 I—-____ __ I�I I - __ -- ______ - - I�-r I 11- -�_-��,----- - . I -1 __� �� .. BENCH MARK NO.77 I . - - ; i ! 1 1 1 .t t . . 4 . . i ! . I . i. 4 4 I�� I............ .... "I �.. I _. I . . . .1 ....� .... . I . ...,�..... .. .. 1. I � I 11 - .. 1. I : . . . . 1. . � I .1 .1 � . � ...... I'll,........... 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M R . 1, 00,1114 - I 4L us . � I � \ \. k I-er"ejej is,+OCP41 0 . . b \ \ C ',-r it I?,jr 4-4 0.c 'T 4'e.4-/-.?4` 16-ply-t�;r flok 51-N- DESCRIPTION OF REVISION DATE C I T Y .A . .N - - .APPROVE .4 5EE DErRIL BELOW 000 I 4 . % 89 'Z 4 STORM DRAIN BASINS DETAIL - TA RADIUS I LENC I N G�=__ CITY OF RANCHO CUCAMONGA I N %J NOrE : 3,1751AIS O,VE45T�W,-5T 61DE ,Q,-,E 1De_,V7_1C_,q1_ MXRO,e IM176ES 4 41 t � 1�13 11<1-) 1 29o35'06" 200.00 ' 103.27 52.81 PLAN AND PROFILE x 0 & &I 1d) c) CONSTRUCTION NOTES 600.00 . 156.73 78.82 10 Q1 b I Q0 C113 - 500.00 240.45 122.60 EVENING CANYON WAY I . . \ jr I I %O t1a G @_ CON'STRUCT AC PAVEMENT AND AGGREGATE BASE PER 280.00 131.55 67.01 FROM HILLSIDE ROAD TO STA.11#37.20 �.. 5' 4z� 1 '� �(, TYPICAL SECTIONS ON SHEET 1 500.00 132.71 '� + �A/,` I I � A � \1 I , ( � v �ul 500.00 107.74 2 c3 A . A. 1i . � CONSTRUCT 8" PCC CURB AND 24" GUTTER PER STANDARD IT o,W, 0\� . o- . f S fig S i A , . #303 27.00 42.41 27.00 S F . , A N, TRACT NO. 10046 - . � A , � 298.00 140.01 71.32 5 r,e * 7' ��3_19 - C. E &_ CONSTRUCT PCC DRIVE APPROACH PER STANDARD #Is 813 10 27033'13" 482.00 231.79 118.18 / I I AND 305 582.00 152.03 76.45 APPROVED By �,J�" DATE ,16-411-8 N__1 16( � 182.00 93.98 48.06 CITY ENGINEE N. R.C.E.NO.23089 ,/ ,z ___ _= ,CLOW &- CONSTRUCT - PCC SIDEWALK AND HANDICAP RAMP PER 100.00 31.42 15.84 Z�l - 9 __ __ __ _.__ - . 3' "�3.77 T_ STANDARD #310 (5' WIDE ON HILLSIDE ROAD) 38.00 131.32 239.92 DESIGN R M NDED k . A2- cl , \\ , I_,,Oe�' r4), &_ CONSTRUCT PCC CROSS GUTTER AND SPANDREL ' PER 218.00 112.57 57.57 JK C P LA GE ENGINEERS --1 C. J;, . _�.1.(0 I �� STANDARD #308 (INCLUDING CURB) ' 618.00 161.44 81.18 840 EST H STREET - ___k i � u 11 44 17 518.00 68.81 34.45 DRAWN ND, A 91786 SHEET Icj Id, � @'INSTALL 5800 LUMEN STREET LIGHTS Icz, m Z�11 �� 14 9919 . N . 18 85ol5'50" 27.00 40.18 24.86 i C 7 - -4) � N @5 INSTALL STREET SIGNS PER STANDARD NOS. 401 AND 402 27.'00 40.18 24.86 .C.E.NO.Z6002 ' i I I - I * . * i I . 1 :_pu :t 7 1 __ __ t��_ f- I I f f � 1 �4 __1- I 7T - * , - I + I -:- . -*t _1 : _�, I I I I I t I I I I .1 I I i I - � _t I . . 1 4 , t I A I �, I I It q I , 4 i I i I I I I I I I i f � i - - T -1 �__+ t_ ��_7. ik I I T_ . -t- � I I I I � I i I I t I , I I I I I -i� � I 1 . I i-�_i 1 �_t +_�_ t- T_ I - i t I I I . I 1 1 i i 4 I I t I - I -I I I � I I I .1 I I �_ i E _ - I I 16 . �- i - - - I ,�_ ..' i i . I - , I �� .- rT--,--j- t I � �, ____r i _ - � I I- I I t+c t .-��', _1 - 4 1 . _.�14 i I I i I .! �' I I I I . . . I � . I t I I I 7 4. % ,Z) lr*�, qz1j 1 22 100 28'14" 518.00 94.66 47.46 DRAWING NO. - __ ____ . . . . 262.00 . 123.09 . 62.71 DATE FILE "O. 959 - _----- -_-L- _______ _____ -I--- _ , - " ____ - , L _ I 11 _____ _- I L --� --- - - -- -� � , �_ I - ,� - I I- _--__------___, - 1. I " ----1 . 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NO 403 r-i ry,*E';v 6c -400,7 .05 401 z e STA 135.50 138.50 w �j 9 ui ft. le'r 2 t - 9 %a -T 3 o O %bl D6 RROCRTED ZPT L16HT 54MIAl rROM C.R 27 0 0 .8 Z-5-S&ir- IL NO�E: ADD 0.09' T SEE SHEET 3 "Zi ci (� 0 CENTERLINE NOTE: ADD 0.09' 0 Ti 1, ELEVATIONS DESCRIPTION OF REVISION CITY CENTERLINE ' + SEE SHEET 5 DATE A"ROVED ELEVATIONS CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BAMBLEWOOD DRIVE BETWEEN EVENING CANYON WAY & BRIARTREE PLACE BAYTREE COURT CONnRUCMON NOTES FROM EVENING CANYON WAY , WEST CONSTRUCT AC PAVEMENT AND AGGREGATE BASE PER TYPICAL TRACT NO. 10046 SFCTIONS ON SHEET 1 APPROVED BY D A T E 15 CONSTRUCT 8" PCC CURB AND' 2411 CUTTER PER STANDARD #303 CURVE DATA CITY ENGINEER R.C.E.NO.23889 CONSTRUCT PCC DRIVE APPROACH PER STANDARD Vs 813 & 305 DESIGN RgcM 1)E D CONSTRUCT PCC SIDEWALK AND HANDICAP RAMP PER STAN DELTA RADIUS LENGTH TANGENTJ JK C P LANGE ENGINEERS .#310 (5' WIDE.ON HILLSIDE ROAD) 840 WES THSTREET e6 en INSTALL 5800 LUMEN STREET LIGHTS 27.00 42.41 27.00 DRAWN AND . 91786 SHEET 6 27.00 40.18 24.86 JC- 14) -9919 O INSTALL STREET SIGNS PER STANDARD NOS. 401 AND 402 112.00 29.32 14.75 38.00-4 T I r-4 4 139.28 14)..82 DRAWING NO. CONSTRUCT 6" AC BERM PER STANDARD NO. 313 27.00 40.18 24. A. I D A T E FILE NO.. 959 ............- ......... ...... . .................... ......... ... ..... ..... .... ..... ... ................... .............. . ............. ... ..... ... ..... ................tit ------.... .... .. ... ......... ............ .....- .. ..... .... t 0 ILI st E i...... .............. .... 4.......... ......... . LL t ........... . ........... ...... t..... .....-t-7-t 1 4.. .. . .... ..4 —A F.A I -0�12 ....... ....TI 4 ...... .... . ............ .... ................ .......t... ... ... .... .. 4- �4.. ..... .. .... ... ........ ........ .... ....... .....000 I T 4 . ... ... ...f......f ....... F T- ..........t f t fv ... .... ...X'l IF1*1 6vRrR4Ee!:: 9:. b r4f+ t........... .......... . .. ..... .. .... .4 4 t...... . . ........... .... I..... .. ..... ....... ... ... ...... ...-4 - ....... 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FROM 0.c R. Z-9-S& CITY Ilk DESCRIPTION OF REVISION DATE A CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BRIARTREE PLACE BETWEEN HILLSIDE ROAD & SAMBLEWOOD DRIVE CONSMUC"ON NOTES TRACT NO. 10046 CONSTRUCT AC PAVEMENT AND AGGREGATE BASE PER APPROVEDBY DATE TYPICAL SECTIONS ON SHEET I CITY ENGINEE R.C.E.NO.23889 CONSTRUCT 8" PCC CURB AND 24.11 GUTTER PER STANDARD DESIGN R&C�O DED #303 r I- JK C P LAI�GE ENGINEERS INSTALL 5800 LUMEN STREET LIGHTS CURVE DATA is Es'Ull,'TH ITREET 911 71 84 INSTALL STREET SIGNS PER STANDARD NOS. 401 AND 402 DRAWN LAND, 6 SHEET @ i C I 4 -9919 5 OF 6 NO DELTA RADIUS LENGTH TANGENT CONSTRUCT G" AC BERRI PER STANDARD NO. 313 L 4 4 L I 27.00 42.41 27.00 DRAWING NO. 27.00 42.11 26.70 DATE - FILE NO.—, 959